Bridge Statistics for Macdona, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 210ft / 64.3mTotal length
- $15,000Total costs
- 62,753Total average daily traffic
- 3,255Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Macdona
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 81970-1979
- 21980-1989
- 22010-2019
- Bridge Condition - Deck
- 60.0%Very good
- 40.0%Good
- Bridge Condition - Superstructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 8.3%Very good
- 50.0%Good
- 41.7%Satisfactory
- Bridge Condition - Culverts
- 62.5%Good
- 37.5%Satisfactory
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Structure Number: 150150202002002, Location: At FM 2536 (Lat: 29.303089, Lng: -98.672436), Route carried "on" structure: State highway 1604, Year Built: 1973, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 11,019 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,410 (year 2033), Design Load: HS 20, Features Intersected: Live Oak Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.061, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 150150202002002, Location: At FM 2536 (Lat: 29.303089, Lng: -98.672436), Route carried "on" structure: State highway 1604, Year Built: 1973, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 11,019 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,410 (year 2033), Design Load: HS 20, Features Intersected: Live Oak Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.061, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 150150245201032, Location: 2.8 Mi N of FM 2536 (Lat: 29.338986, Lng: -98.691144), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,213 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: Potranco Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 150150245201032, Location: 2.8 Mi N of FM 2536 (Lat: 29.338986, Lng: -98.691144), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,213 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: Potranco Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 150150245201033, Location: 2.5 Mi N of FM 2536 (Lat: 29.335578, Lng: -98.690011), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 21.64m (71.00ft), Average Daily Traffic: 10,213 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: Medina River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.807, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150245201033, Location: 2.5 Mi N of FM 2536 (Lat: 29.335578, Lng: -98.690011), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 21.64m (71.00ft), Average Daily Traffic: 10,213 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: Medina River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.807, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150245201034, Location: 2.0 Mi N of FM 2536 (Lat: 29.327747, Lng: -98.686817), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 13,307 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: SP RR & Macdona-Lacoste
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.957, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150245201034, Location: 2.0 Mi N of FM 2536 (Lat: 29.327747, Lng: -98.686817), Route carried "on" structure: State highway 1604, Year Built: 1970, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 13,307 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,050 (year 2033), Design Load: HS 20, Features Intersected: SP RR & Macdona-Lacoste
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.957, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0821001, Location: 0.2 MI S OF MAC LACOST (Lat: 29.320142, Lng: -98.755581), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 588 (year 2020), Average Future Daily Traffic: 1,040 (year 2030), Features Intersected: POLECAT CREEK, Facility Carried by Structure: HOLLOWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0821001, Location: 0.2 MI S OF MAC LACOST (Lat: 29.320142, Lng: -98.755581), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 588 (year 2020), Average Future Daily Traffic: 1,040 (year 2030), Features Intersected: POLECAT CREEK, Facility Carried by Structure: HOLLOWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0839001, Location: 1.2 MI S OF JARRATT RD (Lat: 29.274450, Lng: -98.735247), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 296 (year 2020), Average Future Daily Traffic: 400 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: BRADLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0839001, Location: 1.2 MI S OF JARRATT RD (Lat: 29.274450, Lng: -98.735247), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 296 (year 2020), Average Future Daily Traffic: 400 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: BRADLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0841002, Location: 2.0 MI NE OF LUCKEY RD. (Lat: 29.272450, Lng: -98.723625), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,842 (year 2020), Average Future Daily Traffic: 2,220 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0841002, Location: 2.0 MI NE OF LUCKEY RD. (Lat: 29.272450, Lng: -98.723625), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,842 (year 2020), Average Future Daily Traffic: 2,220 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0841003, Location: 0.85 MI SW OF JARRATT RD (Lat: 29.279958, Lng: -98.717367), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,623 (year 2020), Average Future Daily Traffic: 3,140 (year 2027), Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0841003, Location: 0.85 MI SW OF JARRATT RD (Lat: 29.279958, Lng: -98.717367), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,623 (year 2020), Average Future Daily Traffic: 3,140 (year 2027), Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0860001, Location: 0.77 MI S OF JARRATT RD. (Lat: 29.280989, Lng: -98.719544), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,600 (year 2020), Average Future Daily Traffic: 1,240 (year 2027), Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0860001, Location: 0.77 MI S OF JARRATT RD. (Lat: 29.280989, Lng: -98.719544), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,600 (year 2020), Average Future Daily Traffic: 1,240 (year 2027), Features Intersected: LIVE OAK CREEK, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0860002, Location: 1.1 MI N OF IH 35 (Lat: 29.273689, Lng: -98.719483), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,476 (year 2020), Average Future Daily Traffic: 5,253 (year 2029), Design Load: HL 93, Features Intersected: ELM CREEK, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 150150AA0860002, Location: 1.1 MI N OF IH 35 (Lat: 29.273689, Lng: -98.719483), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,476 (year 2020), Average Future Daily Traffic: 5,253 (year 2029), Design Load: HL 93, Features Intersected: ELM CREEK, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150150AA0860003, Location: 0.4 MI N OF IH 35 (Lat: 29.263383, Lng: -98.719586), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,882 (year 2020), Average Future Daily Traffic: 5,253 (year 2029), Design Load: HS 20, Features Intersected: BLACK HILL BRANCH, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0860003, Location: 0.4 MI N OF IH 35 (Lat: 29.263383, Lng: -98.719586), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,882 (year 2020), Average Future Daily Traffic: 5,253 (year 2029), Design Load: HS 20, Features Intersected: BLACK HILL BRANCH, Facility Carried by Structure: SHEPHERD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0879001, Location: 3.70 MI W OF LP 1604 (Lat: 29.327811, Lng: -98.732069), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 2,022 (year 2020), Average Future Daily Traffic: 2,300 (year 2030), Design Load: HS 20, Features Intersected: POLECAT CREEK, Facility Carried by Structure: MACDONA LACOSTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0879001, Location: 3.70 MI W OF LP 1604 (Lat: 29.327811, Lng: -98.732069), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 2,022 (year 2020), Average Future Daily Traffic: 2,300 (year 2030), Design Load: HS 20, Features Intersected: POLECAT CREEK, Facility Carried by Structure: MACDONA LACOSTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0888002, Location: 2.9 MI S OF US 90 (Lat: 29.336053, Lng: -98.742769), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,172 (year 2020), Average Future Daily Traffic: 3,510 (year 2030), Design Load: HS 20, Features Intersected: MEDINA RIVER, Facility Carried by Structure: MONTGOMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0888002, Location: 2.9 MI S OF US 90 (Lat: 29.336053, Lng: -98.742769), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 2,172 (year 2020), Average Future Daily Traffic: 3,510 (year 2030), Design Load: HS 20, Features Intersected: MEDINA RIVER, Facility Carried by Structure: MONTGOMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150245201034, Location: 2.0 Mi N of FM 2536 (Lat: 29.327747, Lng: -98.686817), Route carried "under" structure: County highway 55, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 1%, Features Intersected: SP RR & Macdona-Lacoste, Facility Carried by Structure: Loop 1604
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 0.690, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 150150245201034, Location: 2.0 Mi N of FM 2536 (Lat: 29.327747, Lng: -98.686817), Route carried "under" structure: County highway 55, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 1%, Features Intersected: SP RR & Macdona-Lacoste, Facility Carried by Structure: Loop 1604
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 0.690, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)